PRE 2010 DOCSCity of Fridley
SUBJECT
iP�Er ,
®13541
AT THE TOP OF THE TWINS
PERMIT
BUILDING
O.
ETV
COMMUNITY DEVELOPMENT DIV.
INSPECTION SEC.
�PROTECTIVE
jr
i,
' 1---I CITY HALL FRIDLEY 55432
�•-«� � ,•J
NUMBERDATE
715/25/76
PAGE OF
APPROVED BY
812-580-3450
910-F15
JOB ADDRESS 1585 - 61st Avenue N.E.
1 LEGAL
LOT NO.
BLOCK
TRACT OR ADDITION
SEE ATTACHED
DESCR.
8
4
Rice Creek Estates SHEET
2 PROPERTY OWNER MAIL ADDRESS
ZIP PHONE
Pine Tree Builders 8535 Central Avenue,
Mpls. 55434 q(:qA1-(00a
3 CONTRACTOR MAIL ADDRESS
ZIP PHONE LICENSE NO.
Same
4 ARCHITECT OR DESIGNER MAIL ADDRESS
ZIP PHONE LICENSE NO.
5 ENGINEER MAIL ADDRESS
ZIP PHONE LICENSE NO.
8 USE OF BUILDING
Residential
7 CLASS OF WORK
NEW ❑ ADDITION ❑ ALTERATION ❑ REPAIR ❑ oREMO
Cal u ► ales
8 DESCRIBE WORK
TELEPHONE - ELECTRIC - GAS Etc.
Construct a 38' x 26' Dwelling and a 20.7'
x 22' Garage
REQUIRED
9 CHANGE OF USE FROM SEPERATE PERMITS REQUIREP
FOR WIRING,
STIPULATIONS provide a hard surface driveway. Provide sod in the front and side
yards. Provide a verifying survey before capping.
SEWER LOCATION: (Approx. 11' Deep) 48.2' N.W. of Manhole (61st & Benjamin)
W. Inv. 928.81. 47.7' West
of Light Pole (Service location on proper
line.
WYE ELEV: Service out of Manhole, Determine
top of footing in field.
WATER LOCATION: 31.3' North os sewer service, 75' N.W. of Manhole
SERVICES OFF BENJAMIN STREET —IMPORTANT—
THE clrY of FRIDLEY Docs NOT GUARARITE: TFf
NOTIFY THE FRIDLEY ENGR.
ACCURACY OF UTILITY LOCATIONS AND ELEVATIL... ,
DIVISION REGARDING CURB
Ti -IIS DATA IS FOR INFORMATION PUPPOSES ONLY flL,
REMOVAL AND REPLACEMENT
PERSONS USING IT SHOULD VERIFY THE INFORMATION
AT DRIVEWAY OPENINGS..
ON THE SITE.
SEPARATE PERMITS ARE REQUIRED FOR ELECTRICAL, PLUMBING, HEATING,
TYPE OF CONST.
OCCUPANCY GROUP
OCCUPANCY LOAD
VENTILATING OR AIR CONDITIONING.
Wood Frame
THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION
ZONING
SO. FT.
CU. FT.
AUTHORIZED IS NOT COMMENCED WITHIN 80 DAYS, OR IF CONSTRUCTION
R 1
1032 + 455
12, 384 + 4550
OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 120 DAYS AT
ANY TIME AFTER WORK IS COMMENCED.
NO. DWLG. UNITS
OFFSTREET PARKING
I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION
1
STALLS GARAGES
AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF LAWS
VALUATION
SURTAX
AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED
$31,190
$15.60
WITH WHETHER SPECIFIED HEREIN OR NOT. THE GRANTING OF A PERMIT
DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE
PERMIT FEE
SAC CHARGE
PROVISIQVS OF ANY OTHER STATE OR LOCAL LAW REGULATING CON-
$46.12
$350.00
STRU I OR THE PERFORMANCE OF CONSTRUCTION.
PLAN CHECK FEE
TOTAL FEE
$411.72 ,
SIGNATUREOFCONTRAC RORAUTHORIZEDAGENT 1 ATE)
4,;WHEN PROPERLY VALIDATED THIS IS YOUR PERMIT
BLDG. INSP DATE =
SIGNATURE OF OWNER IIF OWNER BUILDER) (DATE)
01
APPLICATION FOR RESIDENTIAL, ALTERATION,
OR ADDITION BUILDING PERMIT
CITY OF FRIDLEY, MINNESOTA
a 13
OWNERS NAME: BUILDER:
ADDRESS: ` �� �� �� /. Hyl% .ADDRESS: �•;o'���
Maj :jy
NO:. STREET:
LOT:
Q BLOCK: ADDITION:- 2-i C.Q.
CORNER LOT: INSIDE LOT: SETBACK: SIDEYARD:
Applicant attach to this form Two Certificates of Survey of Lot and proposed
building location drawn on these Certificates.
DESCRIPTION OF BUILDING
To Used As:
Front: �'g Depth: Height: Z �
Square Feet: t'�J Cubic Feet:
Front: �� % Depth: z Height:
Square Feet; Cubic Feet:
Type of Construction: =ice- Estimated Cost: 3 04 I O
To Be Completed:
The undersigned hereby makes application for a permit for the work herein '
specified, agreeing to do all work in sttict accordance with the City of
Fridley Ordinances and rulings of the Department of Buildings, and hereby
declares that all the facts and representations stated in this application
are true and correct.
DATE : \ `1 � '' � SIGNATURE : � � �,../* � � � ' �� � • ', r��
(See Reverse Side For Additional Information.) A.Q®I T! dre✓ 00 i-
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6.00 v
t:} tC��•.LiJ0.0'%t 61)
a"On5 en -h add.: 00.00 3 VO 3
44 ^,::•t Yr0ex 1.0 IZO.0 3 B':V
..��3:.r � ...:fro .. v. rr'—Lr �V•� 1J'.V.1iJ
.. + 1• h::r �c„�r. each add. 1,50O.C•0
S! CX c: ::v^':"r. e.: c SY3TE:�
:`:....... i^.:; :.• ....-cs- :0 4:`0 s�. is rJ? S::w
FL:^a_e S`.:'. ...r.��-:e 64C ze, :t. S3R I?ot Water
Each :1 EDIR Stt .-n
Esc+". add.:_^sEOR.. Hol. .;. :t L,. 3.C:
C:L =\-Z-F—:o 3 gal. p -c- hour
ow: 3 La,. per hour --Sec zee Schedule
GASLR?- r7t (::p to 1 Z w ETJ)
—11
£cam :cr�G`I�
IGAZ LCL it:\G
.Ls-. 3 F.x:r:es
Add,tio::a: i.sts^s
Gas Rmngz to is?.=
r
City o4 i::8:cy:
Th; ,:rde-.imrd hL7Cb • r-takr:.apa;ica::cn :or a , _rr-..t for the .:o -x *.e^
specli_•d ag r :o do ait •Ac-. :n ict acro:d2 .cc wit:: ,:.e
and .;:-ir.�.vf :hc .cpa: ^��: ° ;..':i Vis, �.: hc:zby -hat a:l e !:.c
and cUa:.na:dn} ce-ct:
fiw;^• CT
6.rl) i Kind o'.
0.0v a
al
3.C*
Stnnn
3 •
I0 C'0
S.
3.0'J
S
AX O RATZ TOTAL
%S 2=
_ X .75
Sate Surcharge .50
Tn be cOmp1leIk-d about
Estimate Cosmo S l //,^,
Oid e~.•. P, i ld-ng Pc.-7,llJ��l
I Nk G o: PLA", : r— Fct , al'tr. W--= A—I--NO �
Trade :`u.," S`.:_ NO '��
Capacity—._._ — Sq. Tt.:.D.R s�--�--*„ ..:L
To¢.a? Ccalc•ct.ed L:ad �� GG - 1I c!
BURN ---R -- T -=,^e Nan e S:- ria
Can qty Sq. In Z R
Suburban Air COpdatieRiRl eb. --
8419 Center Drive
L _ =wh ,
3: d
• F: �o C;.:....�:;.-.. Cry."' =. 5cac:
Ola 073=:ncs Cc pool
PARTIAL RATE SCHEDULE
•rr C f ::CTi:'.� PATES:
PATE 'TOTAL
x S'?•
S
Fixtures ................
Ai,uliGca10n
.i
��
y'u-ure Fixture Opor.ing .............
x 51.50
5�.
ew Fixture Old (>,)erirlg..........
Cutch Basin .....................--
Dopt. of Bldgs. Phoro S, -33M
«'ater Ivester 'L,'p to gr3.000 BTU) • • • •
�;, OI...
".
--
��
— :3.25
DES''FI?TIOa
OF
,
7• v �•l0
9
`�•
I„�r.tl�
:i� I'1; 70
N0. Tn.L
::i:�'
n.^.d Let•!.on of pl;••._:'es
C3 O
.
x S:.GO
°
Ist 3 Fixtures ............ • • • • ..
x � .75
City of 7ci-idlcy:
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undersigned hereby :rakes application for fcr .hL, , ork hew
The e•
with the Cid C -d -:.
'
►0
.
ua`permit
speci±ied, a^-ee:nL to do a:l «c- .n -tact accordance
u L
in i; ►
- - —r—
►V '
1
;Trent of 3 il'_'^ and hereby decia:es that z:I a
and n Iing of the i`.ep -z*,
Es.r ��1�
I
and mprescr tatioas state +n t.` is z�Y''ca•.:o-a sr Le u co::n-:'
/V
in
I
I
19_
r id'.ey,Minn
2:-,d
3: d
• F: �o C;.:....�:;.-.. Cry."' =. 5cac:
Ola 073=:ncs Cc pool
PARTIAL RATE SCHEDULE
•rr C f ::CTi:'.� PATES:
PATE 'TOTAL
x S'?•
S
Fixtures ................
��
y'u-ure Fixture Opor.ing .............
x 51.50
5�.
ew Fixture Old (>,)erirlg..........
Cutch Basin .....................--
«'ater Ivester 'L,'p to gr3.000 BTU) • • • •
1 x ¢3
--
•Ground Run Old Bldg.........
— :3.25
S
.'.16C t: tiC T�) f a.@: i. (} O:i i.3S. • • • • . • • • • • • •
,
7• v �•l0
9
`�•
:i� I'1; 70
N0. Tn.L
:;;,sF:T TING F :E3:
C3 O
x S:.GO
°
Ist 3 Fixtures ............ • • • • ..
x � .75
S
Add!t:onal Fixtures ...... o ... . ...
-
G" FL ae to I93.000 BLV ...........
x S5M
5
Owrer
Kind of BiElding
Used as
To be completed about
Estirrated Cost.
Old—New. Building Permit
r CUO'rI
FI:i�L '% - J 6 -*7
?.r.?l:RS � a:•:EI?ATIC?'.S--Pa:oz :a Cola
. z-0 Sate S=cnzx e
c
... •v
TOTAL YZZ s �� •S b
SUBJECT
City of Fridley1
. 1;75132
AT THE TOP OF THE TWINS
BUILDING P E R
�
RECEIPT NO.
COMMUNITY DEVELOPMENT DIV.
PROTECTIVE INSPECTION
�`�� ry
r SEC.
] OVA
CITY HALL FRIDLEY 55432
NUMBER
REV.
DATE
PAGE OF
APPROVED BY
612-560-3450
910-F15
4/18/79
JOB ADDRESS 1585 - 61st Avenue N.E.
1 LEGAL
LOT NO.
BLOCK
TRACT OR ADDITION SEE ATTACHED
DESCR.
8
4
Rice Creek Estates SHEET
2 PROPERTY OWNER MAIL ADDRESS ZIP PHONE
Robert Planeuf 1585 - 61st Avenue N.E.
3 CONTRACTOR MAILADDRESS ZIP PHONE LICENSE NO.
Rite Way Waterproofing 7437 Lake Drive, Lino Lakes 574-9805
4 ARCHITECT OR DESIGNER MAIL ADDRESS ZIP PHONE LICENSE NO.
5 ENGINEER MAIL ADDRESS ZIP PHONE LICENSE NO.
6 USE OF BUILDING
Residential
7 CLASS OF WORK
❑ NEW ❑ ADDITION ALTERATION ❑ REPAIR ❑ MOVE ❑ REMOVE
8 DESCRIBE WORK
Install drain tile
9 CHANGE OF USE FROM TO
STIPULATIONS Electrical extension cords can not be used as part of the power
source to the pump.
SEPERATE PERMITS
REQUIRED F
HEATING, OR
�/iRING,
PL.UMSING� AND
SIGN S.
TYPE OF CONST.
OCCUPANCY GROUP
OCCUPANCY LOAD
SEPARATE PERMITS ARE REQUIRED FOR ELECTRICAL, PLUMBING, HEATING,
VENTILATING OR AIR CONDITIONING.
THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION
ZONING
SQ. FT.
CU. FT.
AUTHORIZED IS NOT COMMENCED WITHIN 60 DAYS, OR IF CONSTRUCTION
OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 120 DAYS AT
ANY TIME AFTER WORK IS COMMENCED.
NO. DWLG. UNITS
OFFSTREET PARKING
1
I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION
STALLS GARAGES
AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF LAWS
VALUATION
SURTAX
AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED.
$2,300
$1.15
WITH WHETHER SPECIFIED HEREIN OR NOT. THE GRANTING OF A PERMIT
DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE
PERMIT FEE
SAC CHARGE
PROVISIONS O ANY OTHER STATE OR LOCAL LAW REGULATING CON-
STRUCTION R HE PERF RMANCE OF CONSTRUCTION.
$13.80
CHECK FEE
TOTALFEE
en/ '/PLAN
$14.95
SIGNATL,AEOFCONTRACTORORAUTHORIZEDAGENT (DATE)
WHEN PROPERLY VALIDATED THIS IS YOUR PERMIT
BLDG iNSP DATE
SIGNATUREOF OWNER I IF OWNER BUILDER) (DATE)
• CITY OF FRIDLEY
' APPLICATION FOR RESIDENTIAL BUILDING PERMITS
(NEW, ALTL"-RATIONS, ADDITIONS,' OR REPAIRS)
OWIIER: Pp h e rt 1' !� as m P U f BUILDER: R `fz - w y k'I'Aar eaA. 7' R
Address: 15 9.5 Address: 7 37 3 7 ` 4s
Tel. No.: Q
No.: Street: G iW- / UIL
LOT: BLOCY.: ADDITION:
CORNER LOT: INSIDE LOT: SETBACK: SIDEYARDS:
Applicant attach to this form Two Certificates of Survey of Lot and proposed
building location drawn on these Certificates.
DESCRIPTION OF BUILDING
. 3
To Be Used As:
DQAUyJ I ILA Front: Depth: Height:
Square Feet: Cubic Feet:
Front: Depth: Height:
Square Feet: Cubic Feet:
,�} / cu
Type of Construction: I'r���r T �r %•t Estimated Cost: �S� 4u
To Be Completed: <f / jr - /1171 Alt. A Alt. B
Proposed Driveway Width If New Opening Is Desired $ $
(SEE REVERSE SIDE OF SHEET)
The undersigned hereby makes application for a permit for the work herein
specified, agreeing to do all work in strict accordance with the City of
Fridley Ordinances and rulings of the Department of Buildings, and hereby
declares that.all the facts and representations stated in this application
are true and correct. See reverse side for additional information.
DATE: 7 SIGNATURE:
Stipulations:
2.3 C..0 o
. •2.x,0 �. Sb
t-3.90
,.
City of Fridley
AT THE TOP OF THE TWINS
SUBJECT
BUILDING
PERMIT
-
o 18956'
r
�
COMMUNITY DEVELOPMENT DIV.
r PROTECTIVE INSPECTION SEC.
,J CITY HALL FRIDLEY 55432
L 612-571-3450
EIPT
NUMBER
910-F15
REV.
DATE
5/15/87
PAGE OF
APPROVED BY
JOB ADDRESS 1585 - 61st Avenue N.E.
1 LEGAL
DESCR.
LOT NO.
8
BLOCK
4
TRACT OR ADDITION
Rice Creek Estates
SEE ATTACHED
SHEET
2 PROPERTY OWNER MAIL ADDRESS
ZIP PHONE
Robert/Connie Ph.aneuf 1585 -• 61st Avenue N,E.
571-3159.
3 CONTRACTOR MAIL ADDRESS
ZIP PHONE LICENSE NO.
John Murphy. 1337 Gardena Avenue N.E., Fridley-
571-9.623
4 ARCHITECT OR DESIGNER MAIL ADDRESS
ZIP PHONE LICENSE NO.
5 ENGINEER MAIL ADDRESS
ZIP PHONE LICENSE NO.
8 USE OF BUILDING
Residential
7 CLASS OF WORK
❑ NEW 7 ADDITION ❑ ALTERATION ❑ REPAIR ❑ MOVE ❑ REMOVE
8 DESCRIBE WORK
Remove 101 x 121, Deck and construct a 141 x 10" Deck.
9 CHANGE OF USE FROM TO
STIPULATIONS
See notations: on plan
SEPARATE PERMITS ARE REQUIRED FOR ELECTRICAL, PLUMBING, HEATING,
TYPE OF CONST.
OCCUPANCY GROUP
OCCUPANCY LOAD
VENTILATING OR AIR CONDITIONING.
THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION
AUTHORIZED IS NOT COMMENCED WITHIN BO DAYS, OR IF CONSTRUCTION
ZONING
SQ. FT.
CU. FT.
OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 120 DAYS AT
ANY TIME AFTER WORK IS COMMENCED.
NO. DWLG. UNITS
OFFSTREET PARKING
I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION
1
ISTALLS GARAGES
AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF LAWS
AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED
WITH WHETHER SPECIFIED HEREIN OR NOT. THE GRANTING OF A PERMIT
VALUATION
$1,000
SURTAX
$.50
DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE
PERMIT FEE
SAC CHARGE
PROVISIONS OF ANY OTHER STATE OR LOCAL LAW REGIIJEATING CON-
STRUCTION OR THE PERFO MANCE OF CONSTRUCTION.
$17.50
PLAN CHECK FEE
TOTALFEE
/39
$ 4,38
$22.38
SI ATUREOP01,1 ACTORORA M ENT - )DATE)(
WHEN PROPEn VALIDATED THIS IS YOUR P RMIT
n
BLDG iNSP
oAT
SIGNATURE OF OWNER I IF OWNER BUILDER) (DATE)
NEW [ ] City of Fridley Effective 4/1/86
ADDN. [ ] R-1 AND R-2
ALTER. [ 7 Building Permit Application
Construction Address:
Legal Description: �o - -
+-Tel.eaJ&�
Owner Name &Address: i "� - • iS �(
Contractor: kVM-� k' zr- "- t337 CAP �*- �sel. #-1 -2k
Address
Attach to this applioation, a Certificate of Survey of the
lot, with the proposed construction drawn on it to scale.
DESCRIPTION OF IMPROVEMENT
LIVING AREA:
Length _
Width
Height
Sq. Ft.
GARAGE AREA:
DECK AREA:
Length
Length
Width
Width
Height
Hgt/Ground _'?--
Sq. Ft.
Sq. Ft. IfIO
OTHER:
a!/I'LoU'L
lo Kl2 er&1S7jW_G_ 72c4
25% of Building Permit
� r ®. �
Corner Lot [ ] MM Lot
Type of Construction: l �� aek
Side Yard Setback
Estimated Cost: $
Approx. Completion Date: -
$•50/$1,000 Valuation
0 Go
Alt. A Alt B
Proposed Driveway Width If New Opening Is Desired: $ $
See Back Page for Explanation
DATE: /�
APPLICANT:
Tel. 4 S71 fl I ,
ITY
USE ONLY
Permit Fee
$
Fee Schedule on Reverse Side
Plan Check
$ y .3
25% of Building Permit
Fee
State Surcharge
$ 1
$•50/$1,000 Valuation
SAC Charge
$
$525 per SAC Unit
Park Fee
$
Fee Determined by Engineering
Sewer Main Charge
$
TOTAL
$
Agreement Necessary [
] Not Necessary [ ]
STIPULATIONS:
10
6 •
CERTIFICATE OF SURVEY
FOR: _ Pine Tree Builders, _Inc..____ _
77.84 2S
(132A) o
034.2 '
c N
d
G 3lf' •I- v d 2
O tti O r
N,i Home W1.r C n 9
1 rd•
o
TION
QA I • , -,1EEI-Y 130i-)TR!?L 7
M �
NOT PLANT Ui? P;,.Aj i
ts`a lJk ,NG "••: TMS AREA `/:lTiiO
F: �I ovi.! CITY OF 1-i�l
35' I I `. h� t
42
5?.4b • �
. / 2
W Si' '� AVE. NE
N
—IMPORTANT --
NOTIFY THE FRIDLEY ENGR• f
DIVISION REGARDING CURB '
REMOVAL AND REPLACEMENT j
AT DRIVEWAY OPENINGS.
'WAIDANG
eforo djZ0.1l; cal} total utilities
LEPHONE - ELECTRIC - GIS Etc.
EQUIRED BY LA1Y
05644T O Denotes iron monument
THE CITY OF FRIDLEY DOCS NOT GUARANTE: THE
ACCURACY OF UTILITY LOCATIONS AND ELEVATIGi .
THIS DATA IS FQR INFORMATION PU.^.POSES ONLY AN -j
PERSONS USING IT SHOULD VERIFY THE INFORMATION
ON THE SITE.
• m
Descriptiont Lot 8, Block 4, RICE CREEK
FSTATLS, Anoka County. Minnesota
C�ottrrz in Country
CC 14rdleyor3
(950.3
DerlO-kes
existtn9
elevation
. 1944 - Q
Oeriotes
proposed
grade
I h• r. ,., ratify that this t, a twe and cotWC11 Iv;) •st•ntjt+nn Of d urs, y of Joh No
th,• I1,1Ui,ll:1,„ •c of thr above r1,`x:r,u•rl;arid .rnd o th,• lo,at„,,; ,,f ,,If ll,.,,I,lin'I. 22 f
t a•,7, tthr„•i.rt, and all Vtsthlr , nuod,_hrwnts• o .u, j, fio•n or r.n %&,I ;.t. ,f.
A, 'urvi >, rtf by line Ih, ; . - 2r7_ ft ..__ tidy. 1-1 -.— JLAnC!
CITY OF FRIDLEY
APPLICATION FOR PLUMBING AND GAS FITTING PERMIT
RATE SCHEDULE
PLUMBING FIXTURE RATES: NO. RATE TOTAL
New Fixtures $ 5.00 $
Future Fixtures $ 3.50 S
Old Opening, New Fixture $ 1.50 $
Bear Dispenser S 4.00 S
Blow Off Basin S 5.00 S
Catch Basin S 5.00 S
Rain Mater Leader S 5.00 S
Hydraulic valve $ 5.00 S
Sump or Receiving Tank $ 5.00 S
Nater Treating Appliance $ 7.00 S
Hot Water Heater $ 5.00 S
Gas Range $ 10.00 S
Gas Dryer S 10.00 S
Back Flow Preventer Required. . . Yes (tom No ( )
Type $ 5.00
ALL OTHERS ANO/OR REPAIRS AND ALTERATIONS
1s of Value of Fixture or Appliance $
State Surcharge S SO
Reinspection Fee $
($15.00) TOTAL FEE S /S-1-z�
Effective May 1, 1990.
Job Address `�� 5 — V 1 r�J • .
Department of Buildings
City of Fridley
Tel. 1571-3450
The undersigned hereby makes application for a permit for the work herein
specified agreeing to do all work in strict accordance with the City Codes
and rulings of the Department of Buildings, and hereby declares that all
the facts and representations stated in this application are true and oorrect
Fridley, Mn. " - 3 , lgqo
OWNER
KIND OF BUILDINGS
USED AS
TO BE COMPLETED ABO}!T
ESTIMATED COST�(�
OLD - NEW BUILDING PERMIT NO. PERMIT NO.
I
Comcjne':%��Ax-x'
�'JJ CY
iV
Tel. No. -[ e
ROUGH INSP.
Date
FINAL INSP. —✓ ?�
—2-:5
Date
APPROVAL FOR PERMIT
!1lNIHU4 FEE FOR ANY PLUMBING PERMIT IS $15.00
PLUS THE $.50 STATE SURCHARGE
m
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iw
Heater
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4 3
l7
i
C7
O
as
1ec
1st
2nd
3rd
4th
(R) 0 Future Connection Opening
Connected with Sewer
(') - New Fixture, Old Opening
Water
RATE SCHEDULE
PLUMBING FIXTURE RATES: NO. RATE TOTAL
New Fixtures $ 5.00 $
Future Fixtures $ 3.50 S
Old Opening, New Fixture $ 1.50 $
Bear Dispenser S 4.00 S
Blow Off Basin S 5.00 S
Catch Basin S 5.00 S
Rain Mater Leader S 5.00 S
Hydraulic valve $ 5.00 S
Sump or Receiving Tank $ 5.00 S
Nater Treating Appliance $ 7.00 S
Hot Water Heater $ 5.00 S
Gas Range $ 10.00 S
Gas Dryer S 10.00 S
Back Flow Preventer Required. . . Yes (tom No ( )
Type $ 5.00
ALL OTHERS ANO/OR REPAIRS AND ALTERATIONS
1s of Value of Fixture or Appliance $
State Surcharge S SO
Reinspection Fee $
($15.00) TOTAL FEE S /S-1-z�
Effective May 1, 1990.
Job Address `�� 5 — V 1 r�J • .
Department of Buildings
City of Fridley
Tel. 1571-3450
The undersigned hereby makes application for a permit for the work herein
specified agreeing to do all work in strict accordance with the City Codes
and rulings of the Department of Buildings, and hereby declares that all
the facts and representations stated in this application are true and oorrect
Fridley, Mn. " - 3 , lgqo
OWNER
KIND OF BUILDINGS
USED AS
TO BE COMPLETED ABO}!T
ESTIMATED COST�(�
OLD - NEW BUILDING PERMIT NO. PERMIT NO.
I
Comcjne':%��Ax-x'
�'JJ CY
iV
Tel. No. -[ e
ROUGH INSP.
Date
FINAL INSP. —✓ ?�
—2-:5
Date
APPROVAL FOR PERMIT
!1lNIHU4 FEE FOR ANY PLUMBING PERMIT IS $15.00
PLUS THE $.50 STATE SURCHARGE
CITY OF FRIDLEY INSPECTION DIV.
6431 University Ave NE
Effective On January 1, 1997
Fridley, MN 55432 APPLICATION FOR POWER PLANTS AND HEATING, COOLING, VENTILATION,
572-3604 REFRIGERATION AND AIR CONDITIONING SYSTEMS AND DEVICES
RATE SCHEDULE JOBADDRESS_/,�'��
The undersigned hereby makes application for a permit for the work herein
Residential Rate TOTAL specified agreeing to do all work in strict accordance with the City Codes and
Furnace Shell and Duct Work, Burner - rulings of the Building Division, and hereby declares that all the facts and
Also Replacement Furnace $ 30.00 $� 3G'. G�� representations stated in this application are true and correct.
(Side Vent - Fill Out Back)
Gas Piping (Needed with new furnace) $ 10.00 $ _ _ `'"6``=� 199$
Gas Range $10.00 $ OWNER_ -,-A r
—
Gas Dryer $10.00 $ BUILDING USED AS
*Air Conditioning -All Sizes $ 25.00 $ ESTIMATED COST PERMIT NO. /332/
All Others/Repairs &Alterations (LIST ON BACK) DESCRIPTION OF FURNACE AND OR BURNER
I% of Value of Appliance or Work $ No. of Heating Units Circle One (Steam) (Hot Water) arm Air
Trade Name �; a � Size No. ',�s� �� /�`�V
Commercial/Industrial
HPEDR
1.25% of Value of Appliance or Work $ Fuel 1 Total Connected Load G3 ®®�
State Surcharge $ .50 Burner Trade Name 1;-� Size No.
BTU P� Oc5) HP ° EDR
TOTAL FEE r,,�J
MINIMUM FEE FOR ANY HEATING/COOLINGNENTILATION HEATING COMPANY®��,.��
REFRIGERATION/AIR CONDITIONING PERMIT IS $25.00 Sig ed
PLUS THE $.50 STATE SURCHARGE Tel No:
REINSPECTION FEE $42.00/Hr Approved By Rough -in Date Final Date
*Air Conditioners can not be placed in a side yard without FILL OUT BACKSIDE FO STACK VERIFICATION ON
written permission from adjoining property owner. REPLACEMENT FURNACE
Remarks: .
List ALTERATIONS Being Done:
HEATING CO:
Signed By:
Date:
CIIIAMY AND STACK VERIFICATION
The
undersigned hereby verifies that the _ existing chimney or
stack:
1.
Has been carefully examined
Yes No
( )
2.
Is free from rust or deterioration
Yes( I -),---No
( )
3.
Has no foreign objects lodged within
Yes ( ) No
(
4.
Is securely supported
Yes 0/�'No
( )
5.
Meets all current Code requirements for size
and total BTU's connected
Yes (k)No
( )
6
Has total heating BTU's of �" e 0
All other BTU's
TOTAL BTU's 0 0 6)
7.
Has a liner been provided for water heater
Yes (V5 No
( )
8.
Has combustion air been provided for water heater
Yes (No
( )
Remarks: .
List ALTERATIONS Being Done:
HEATING CO:
Signed By:
Date:
SUBJECT
P
City of Fridley
3 19 29
AT THE TOP OF THE TWINS
BUILDING PERMIT
tl-
RECEIPT NO.
COMMUNITY DEVELOPMENT DIV.
V PROTECTIVE INSPECTION SEC.
72- 3604
7i®
r
13
CITY HALL FRIDLEY M432
NUMBER
REV
DATE
PAGE OF
APPROVED BY
L 612-571-3450
910-F15
6/22/01
JOB ADDRESS 1585 61 Avenue NE
1 LEGAL
LOT NO.
BLOCK
TRACT OR ADDITION SEE ATTACHED
DescR.
8
4
1 Rice Creek Estates SHEET
2 PROPERTY OWNER MAIL ADDRESS ZIP PHONE
Bob Phaneuf 1585 61 Avenue NE 763-571-3159
3 CONTRACTOR MAIL ADDRESS ZIP PHONE LICENSE NO
Pella Windows & Doors 15300 25 Ave N STE 100, Plymouth MN 55447 763-745-1400
4 ARCHITECT OR DESIGNER MAIL ADDRESS ZIP PHONE LICENSE NO.
20165884
5 ENGINEER MAIL ADDRESS ZIP PHONE LICENSE NO
8 USE OF BUILDING
Residential
7 CLASS OF WORK
❑ NEW ❑ ADDITION ❑ ALTERATION] REPAIR ❑ MOVE ❑ REMOVE
8 DESCRIBE WORK
Replace 13 windows and 2 patio doors within existing openings
9 CHANGE OF USE FROM TO
STIPULATIONS
Provide smoke detectors in all sleeping rooms and on all levels of the
dwelling per Section 310.9.1.2 of the 1997 Uniform Building Code. Caulk
and flash all exterior openings.
SEPARATE PERMITS ARE REQUIRED FOR ELECTRICAL. PLUMBING, HEATING,
TYPE OF CONST.
OCCUPANCY GROUP
OCCUPANCY LOAD
VENTILATING OR AIR CONDITIONING
THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION
ZONING
SO. FT
CU FT.
AUTHORIZED IS NOT COMMENCED WITHIN 80 DAYS, OR IF CONSTRUCTION
OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 120 DAYS AT
ANY TIME AFTER WORK IS COMMENCED. '
NO OWLG. UNITS
OFFSTREET PARKING
I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION
ISTALLS GARAGES
AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF LAWS
VALUATION
SURTAX
AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED
WITH WHETHER SPECIFIED HEREIN OR NOT. THE GRANTING OF A PERMIT
$13,788
$6.89
DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE
PERMIT FEE
SAC CHARGE
PROVISIONS OF ANY OTHER STATE OR LOCAL LAW REGULATING CON-
STRUCTION OR THE PERFORMANCE OF CONSTRUCTION
$237.25
Fire SC $13.79
PLAN CHECK FEE
TOTAL FEE
LicensDoIC $5.00
$20/.93
SIGNATURE OF CONTRACTOR OR AUTHORIZED AGENT IDATEI
EN gOPERL �IDATID ISR P RMIT
SLJS INSP MATE
S,GNATURE OF OWNER OF OWNER SUILDERI IDATEI
NEW[ ] Effective 5/10/99
ADDN [ ] CITY OF FRIDLEY
ALTER [ ] SINGLE FAN 13LY AND DUPLEXES R-1 AND R-2
BUILDING PERMIT APPLICATION
Construction Address: J �j$ `j • Lp S} �� ,' . -
Legal Description: II
Owner Name & Address: Tel. # (03. 1 ' '31 S -C)
Contractor:; MN LICENSE #
Address: PELLA WINDOWS & DOORS Tel. #
15300 -25TH AVE. N. STE# 100
PLYMOUYH, MN. 55447 ate of Survey of the
763/745-1400 irawn° on it to scale.
LICENSE# 20165884
DESCRE MON OF Uv1PXOVEMENT
LIVING AREA: Length Width Height Sq. Ft.
GARAGE AREA: Length Width Height Sq. Ft.
DECK AREA: Length Width Hgt/Ground Sq. Ft.
OTHER: 1
r
Construction Type: Estimated Cos • `3,l$
4a -
Driveway Curb Cut Width Needed: Ft. + 6 Ft - Ft x $ _ $
DATE: i .. �� Tel.10
!� • I�
Permit Fee
Fire Surcharge
State Surcharge
SAC Charge
License Surcharge
Driveway Escrow
Erosion Control
Park Fee
Sewer Main Charge
TOTAL
Qq
S
CITY USE ONLY
Fee Schedule on Reverse Side
.001 of Permit Valuation (1/10th%)
$.50/$1,000 Valuation
$1050 per SAC Unit
$5.00 (State Licensed Residential Contractors)
Alt. "A" or Alt. "B" Above
$450.00 Conservation Plan Review
Fee Determined by Engineering
Agreement Necessary [ ] Not Necessary [ ]
STIPULATIONS:`—
Build' g
BUILDING
Permit No.: oN,
Inspections
RESIDENTIAL APPLICATION
Received By:
763-572-3604
CITY OF FRIDLEY
D e ec'
763-50�2-4977( FAX
EFFECTIVE 1-1-08
DATE \ - — YOUR E-MAIL ADDRESS
CIE*"
SITE ADDRESS
THIS APPLICANT IS: ❑ OWNER .CONTRACTOR
PROPERTY OWNER/
NAME:
ADDRESS: �2 �I2— �1�- Qi—CITY �C'
STAT_�hzlp '7'e/ 324
TENANT
PHONE: 7� J"- 5-7 I- J 159
CONTRACTOR
NAME:
ADDRESS: BtE — 35
STAIP`�
SUBMIT A COPY OF
�/CITY
4-4.2—FAX Ry�3 —z7-�_q_
PHONE 4 � —S I � —
j ---7 6 2 2—
YOUR STATE LICENSE
� e
STATE LICENSE # �t� a EXP DATE
�
PROPERTY TYPE
❑ SINGLE FAMILY/NEW CONSTRUCTION SIZE
❑ TWO FAMILY/NEW CONSTRUCTION STORIES
PERMIT TYPE
❑ ADDITION ❑ GARAGE/SHED ❑ WINDOWS
❑ BASEMENT FINISH '$MMOF ❑ DRAIN TILE
❑ DECK ❑ SIDING ❑ OTHER
❑ SWIMMING POOL
TYPE OF WORK:
❑ NEW HOME CONSTRUCTION ❑ ADDITION
❑ MAINTENANCE/REPAIR ❑ REMODELING
DESCRIBE WORK BEING DONE: —_—ecY kms-
SIZE OF IMPROVEMENT
LENGTH WIDTH HEIGHT SQ FT
ROOFING ❑ HOUSE ONLY
BASEMENT
REMODELING SUBMIT:
NUMBER OF SQUARES
❑ HOUSE & GARAGE
1. Existing Floor Plan
GARAGES
❑ ATTACHED GARAGE
2. Proposed floor plan
PROPOSED SIZE:
❑ DETACHED GARAGE
3. List
of structural members to be used.
PROPOSED HEIGHT:
FOR NEW CONSTRUCTION INCLUDING DECKS,
SIDING
ADDITIONS
& PORCHES SUBMIT:
❑ Vinyl
❑Soffit
l . Site Plan/Survey showing the existing structures
❑ Aluminum
❑Trim
t.
and proposed project
13 Other
11 Fascia
2. Two sets of construction plans
WINDOWS
3. Energy Calculations
IN EXISTING OPENINGS ❑Yes ❑No LOCATION OF WINDOWS
OR FOR NEW OPENINGS -DESCRIBE SIZE OF
OPENING CHANGES &
TYPE OF WINDOW TO BE INSTALLED NUMBER OF WINDOWS
ALL FEES ARE BASED ON VALUATION, INCLUDING THE COST OF LABOR AND MATERIALS:
—1 (USING TH1997 UBC FEE SCHEDULE)
TOTAL JOB VALUATION $ 01�,' o� �� OCCUPANCY TYPE
Permit Fee $ See Back Page for Fee Schedule
Plan Review $ 65% of Building Permit Fee
Fire Surcharge $ .001 times the total job valuation
Surcharge $ .0005 x Permit Valuation Minimum $.50
License Surcharge $ 6.00 $5.00 (State Licensed Residential Contractors)
SAC Charge $ $1825 per SAC Unit (Plans to MWCC for determination)
Curb Cut Escrow $ ft + 6 ft = ft x $21 = $
Erosion Control $ $450 Conservation Plan Review
Park Fee $ Fee Determined by Engineering
Sewer Main Charge $ Agreement necessary ( ) Non Necessary ( )
Total Due $ i Make checks payable to: City of Fridley Attach Stipulations
THIS IS AN APPLICATION FOR A PERMIT -NOT VALID UNTIL PROCESSED
I hereby apply for a building permit and I acknowledge that the information above is complete and accurate; that the work will be in conformance with the ordinances and codes
of the City of Fridley and with the Minne ota Construction Codes; that i understand this is not a permit but only an application for a permit and work is not to start without a
permit on site; that the work
,,will be in a dance wi the approved plan in the case of all work which re uires revxaw and approval of plans.
SIGNATURE QFAwAN PRINT NAME Yv� DAT
APPROVED BY �J�!t�.'Cd� \ _ _ DATEG `�"
17
v
JE LEGACY REPORT ER -5447*
ReftsuadAPM 1, 2005
ICC Evaluation Service, fns.°�s1c�ee.saeowa�.�uormeq,vMtra�c�r�eosot■�
Rr Civ ■ 900&tmUatrrraad, SOMA. man AlabOM 390 i ECAS)aMMW
wwwjOC.e&c g n up p<0e■4011MAwFjatcwwyaubHftm ds60Q wvw7%m
Legacy report on the 1997 l 13�u _�_w�
13114l8fON: 07 TttfiMM AND NOWIL RE PROTt CUM
SeatIML- 071IM-41too# Tiles
STEEL. AND ALUIMUY ROOFlN® PMULS
DELTA BURRING PRODUGM LTD.
9M RNER WAY
DELTA. HWfWH CGUMMA V46 !fills
CANADA
1A SUBJECT
Delta Tile Ponels and Deft Mdon Faderm Tie Pands.
2A DESMP M
2.1
21.1 DdbTbPanela:TheDaftTBepwmbampressww
forrrnedfromeoi.oskwi-reshtantshuckxal-qu®iitjratedsheat
and from aluminum shoot, and have an overall width of 43.5
inches (1105 mm), vM an Inift led he7riaorrtal exposure of
39.3 inches (M nonj. The panels consist; of sic modules,
each 7.8 inchee (19 mm)wide and 15,1ndrss (381 mm) long,
with panel lengths of up 10 30 feet (MW =4 The panels
overlap an the side and:ends and an fastened w1 h swam
stippiled by Deft BdIcIM Pw&Kft Accommygable.ddIip.
hip and otter trim components are produced in a similar
manner, See Fcgure 1 for panel atd;trim component prolihm
21.2 Delta Hidden fWMw Tile Pam The Dada
Hidden Fad"W ` Tile panels' aria pressure4Ornned from
con sion-resl6laht, stnu y sted sheet and from
alurnlncen sheet have scan overall sift of 21.5
(548 mo1),'%4M an irtiaiaA6d of 15 (457mm).
The panels. t of>ypo mtathdes, each 9.11 1 VIM mrnj
wide and 15 1, 10 01 mm) long, with panel Imugft horn
1625 inches to 15 (413 mth to 4572 rma- the panels
are fastened, on the overlapping let edge with scerews
supplied by DOM, Wig'Products`Lid.. and interlock vdth
o4ac erdpatheis irwn right to lett and fi
on re top and
bottom. A0° gal>!e ddg% hip area other trim
Components are produced Ina alrnitarumunier. See Flgtae 1
for panel and friar probes arrud Ffgcees 2 orad 4 for
attadmrent.
Z2 Riabwlahc
2Z1 Steel RealftPanalarSlodpvanalsammaredmanred
from corrlplytag %M ASTM A 653. SS. Grade 33, and
have a GM galvarhed coating. The base -metal tlhtduhess of
Bre seed is 0.019 inch (0.482 mm). The parte have an
Installed might of 0.90 psf (4.39 kgimz. The panels are
costed an the top w Nh a ftwocafban paint to a ndni mum
thNafiness of 1.0 mil (0.02.54 mm).
222 AhwWnae RoaMs Panels Aluminum panels are
mai A Wredfrom3003}424ahrnbmrnaltaycortg*ftwith
ASTM 8 209, and have a m&tirrmm find thickrum of
0.O276Indh (0.701 mrn The parols havean installed weight
of 0:45 psf (220, kg►m j. The panels are coated an the top
with a fluorcowbon paint to a minimum thickness of 1.0 mil
(0.0254 mm).
2Z3 Fuderrw Fasleners for the steel panals are No.10
[D. shank (3.94 mmy, '14- iameter-
head (6.4 mrn), gatvanimed stem scram, having both a
gabanbaod steel washer and a butyl rubber washer, and are
supplied by Delia Building Products Ltd.
Fasteners for the alurri mh panels we No. 1010.1554nch-
ahw* (3 94mm)].114-inch-diameter-head (6.4 mm),
suss steel strews, having both a stainless steel washer
ardabulyi nftwwmtw. and are supplied by Delta Building
Productstfd.
224 Roa=opo: Www asnrcedopeb3:12(259kj wK"t
as noted in Sscfion 225.
225 Underlawaient The panels described In this report,
irk an roars having a cnirnirmum slope of 3:12 (25%),
require spaced or solid sheathing whh a m inimurn of one
layerafType 15 orType 30 arfe0 urderloyment or
one !altar of Elft VarsaShkfid (recognbod to ER -5827). On
construction permitted is be nonrated rooting. a membrane
complying wish the ICC -ES Acceptance Criteria for Roof
Underlayapnems (AC188) may be used as an alternative to
Type 15 or Type 30 saturated feth
2.26 Barrier The !ranter rrramrial , consist of
minirmrm '/,-inch-trick (6.4 mm)' DensAkwe Roof Board,
MEN ed by.Oeomga- NcMc Corporation. or OA35-inch-
thidc (11.889 mrn) FR -W cap sheet mr anurahred by Atlas
Roathhg Corporation, or Eau Verse9rietd (ER -M7).
227 Flashing: Flashing components we rranuffactured of
On same steelarhd atwrinum materials and with the same
gagethidanessdesunbed'ch Setons 221 and 2.2.2, except
for the alumin rn Gable flap and Ridge Cap. whkdn are
ism A "' sal from aluminum alloy 5182 Temper 0.
complying wM ASTM B 209 and having a minimum uncoated
thickness of 0.22 inch (0-W9 mm).
*Conemftd June 2005
rCr'w1d aeweepommaacttoavice.maedw#.*.aae<ft—, 6,ff—arnWudwatt+lpaes�a vadfemsdaormeaheymbeano:
meadmsesoAof$eamnjae.�J'i/r.�a�rta.e.mme��daoTm�ro.rtr,aeraeseeo.o.mu►e;.,!Ccs+a�.Bm.sivi.�Lt.�aorlopBe�mm
arwjbW%garoldwar ffer&l &rgwss ararromevp.ortr+ae.eedbvdrrepot �° eek
CgwdW02005
Page 1 of 6
Page 2 of 6 ER45447
2.3 Installation—New Roofing:
2.3.1 Delta THe Mitella: The penis are designed b be
histailed diredl► on wood Sheathing or an spaced sheathing
complying with the UBC. Underlayment is ataded to the
deck In accords with the UBC.
Valleys amfomned usM valley ftrn. Illustrated In Figure 1.
supplied by Dela Bulling Products. The vary trim is
attached to the deck keg screw clips, htsta>lad four per awe
every 10 fit (3048 mm} Valley dashing end laps must be a
minimum of 4 inches (102 mm). The valley fMd*hg mum
have one layer of Type 15 telt undedaymeM 36 inches (914
mm) wide. directly under to full llastang length• See Figure
3 for typical instaliatton detaft
The panels areoveri ppedvA hadjacentpanesanimrtrium
of 425 inches (107.9 mm), and are fastened to sig
with the fasteners described in Serer 22.3 using to
fastom pattern Rtstrated in Fgure 4 Fawners must be of
sadficisM length to panelists tihrotgh lite sheeting. Panels
adjaoard to the ridge are add by ctM9 In the field.
Flip and ridge caps are suppled by Dula BuIMIng Products.
The hip and ridge caps mint be at>acihed with f lana s
described inn Seton 22-3 to the pads an both awes of the
ems. using fasteners spatted at 15 i (381 mm) on
center.
rudtbercrallic nepipetilashirgsmustbeused
for pipe penetations to the roof. The lashings must be
attached In accordance with ire dashing nes
lnswutons. Opwdngsoffojo t m dlefor rodvw is rrao be
wealherpopled Eby additional
bloocc�rodhanaag asnec y.
23.2 Deft KWdm Fad Tile Paptele: Defta Hidden
Fastener Tie panels are installed drdlarly to the Delle Steel
Tile panels except that the panda are fastened an the [sit
side with scraws described in Section 223. Panel
attachment Is located as shown In Figure 4.
23.3 Sevwe Of Are= For mm in severe climate
areassutjectlov ind-dtiwensnowat,icebuildup.orwind-driven
duet or sand, bath of two foll wing are required:
1. Sots sheathing with two tayersoirype 151eltororm layer
of Type 30 M for the field of the ma
2 Sold sheathing with two layers of Type 15 felt apples
shingle -fashion, soOd-cemented logether with moved
cementing rr - I I between tie plies. the felt leyars
exctendirg from the save ken the roof to s point 3611ndheas
(914 ran) inside the oftriorwall RM of the bluing.
2.3.4 Roof ClasaWdmtiem:
23.4.1 NorncleltoofCovering:Whenehstatedah
accordance with Semon 2.3 of the report cheer spaced or
soNsheWhbq6tmsWdmdpanebwenaxwmbusfabmd
coverings in accordance with UBC Semon 15042
2.3.42 Class A Rot afing AssemblUM Wean the deal and
alundrhum pandsareinsil led in eCoordanoewith aft s l r 91 ,
the assemblies are (lass A roof covering assemblies in
accordance with UBC Section 15041.
The panda are installed oversolkishealft In mxorasrhoe
with Sections 2.3.1 ar232ofIft report, as appficabl% with
the following etaowlm: A bander material of either ares layer
of minimum '!,'inch ick (8.4 nun) Des-IDedk Rad Board or
Mo layers of Aim Roofing Corporation FR -M slipsheet are
attached to the sheathing with a suRxceht number of
naaes to hold the boards in place urhR
attachment of the metal roof coveing.Joints; in the Deter
Deck Roof Board.must be stoggaed 61ncl (152 non)ftm
Joints In the sheathing. FR -M s1psheeft an Installed with
minimum 24ncch (51 mm) overlaps on sides and ems. The
1 ': 'riniard described in Sermon 225 mist be installed
over the barrier materiel.
Class A assemblies incorporating Elk VersaShtdd shall be
Installed in accordance with ER -5627 and Section 2.3.1 or
2.32 of ids report, as applcable.
2.3.43 Class B RooffrigAseembir. The steel cralurrdnum
panels are Installed over plywood or sold sheathing
complying with the UBC, with a barrier material of one layer
of Atlas Roollm Corporation FR -50 chap sheet overlaid with
one layer of Type 30 underlayment, on rooks having a
mini natm slope of 3:12 (2896). This installation is a Class B
roof covering to accordance with UBC Section 1504.1.
(lass B roofing assemblies inoorporalIN Elk VereaShhnid
shat he filed in accordance with ER -5627 and Section
2.3.1 or 2.32 of Cts report, as applicable.
24 Appfications:
2.41 General: With tie old roof covering completely
removed. all conditions noted in Sections VIA trough 2.3A
apply The pands may also be Installed over existing wood
shaker hard shingle, orasphatt shingle ►aaMn% subject to the
condlkme set Ruth in Sections 2.42 and 2.4 3; natation
conrIli, rs not addressed s Se S= 242 and 24.3 mustbe
hhaccordanoewgnSectiors2.3.1 tarough244. Theams"
structure must be inspected as set forth in Appendbc Chapter
15 of the UBC.
242 ChMA RoaftS Assembly: RkIW W d hip tis must
be removed and the etuisli. wood shake, wood shingle or
aspltat ahhhgla roof ooveri ng out I ccfiush with the tiasala or
bags cower. A barrier material of either one laW of
n>ir*num'mulch-tddc (64 mm) Dens -Deck Roof Board or
two layers of Atlas Roofing Carporatimn FR -M cap sheet are
aftsidle I to the deck. An undalaiyrrent described In Sectors
22.5 must be histalled over the banter materials. 9 the
eximirhg roof covering is installed over solid sheathing, the
panels are hid over the existing roof covering Without
batters. ffscfid sheathing Is not present,1-by-4 wood battens
are Instated at 15 inches (3B1 mm) an center and attached
aver the barrier material to tayning members spaced a
ma*mmof24 inrcnes (610nun)onaw terweta8d. ewcWon-
resistant box or comincinh nals penetrating at least 1 inch
(25.4 nen) Into the roof frardng member. Application of
regnant, bad material and roof panel is as desscribejd
In Section 2.3.4 of this report. Fasteners attaching In panel
must be of vAcierd length to peenebaie through solid
sfheatring or penetrate'/,, hike (19.1 mm) into battens. When
InsullationisoverpiARNng wood shake arwond shingle roofs,
Section 1518.3 of Appendix Chapter 15 of the UBC, and
Footnote 2 to Table A -15 -A of to UBC, moist be addressed.
Now fling must be installed over and around at wdsting
fleshing, vents and chimneys In accordance with this report
and the UBC. The valley used in nwoofug mutest be as shown
in Figures 1 and 3.
tlaesAreuoofmgasseinbtes inomporatng EikVersaShleld
shall be lulled in accordance with ER -5627 and other
Installation detats noted in this section.
2.4.3 Class B Roofrkng Assembiy: The Class B roofing
assembly consists of ane layer of Type 30 or two layers of
Type 15 saturated felt filed over an exstng Class B
companion ahimgle roof on nd dam 's!s-indt Stick (11.9
mm) plywood or std sheathing, roofed welt metal panels.
Minimum roof slope is 3:12 (25%).
(lass B nwaotahgaasenMes bworporathtg MkVer=Shiew
shall be installed in accordance with Fit -627 and otter
Installation dettats nod in this sediom
a .d e/.q ant nn sR daR
Pags 3 cd 6 E tow
2.5 Wind Uplift
The Deb Tile Panels. ina Medin accordanwwM this mport,
are accept on any portion of a roof lwh a mwixdmum
height cf40 treat (12192 mm) it areas Hderiied as Exposure
D as set fwffi In Tatem 16-G of the UBC, with a maximum
basic wind speed of80 miles per how (1291aMt When the
conditions exceed 901 per hour baste wind speed. and
Ewoswe C armm. spial Inspection Is nxp*ed in
accordance whh Sewn 2.6 of this report.
Wind uplin resistance of the Dana Hidden Tde Fastener
Panels Is as noted in Table 1.
When required by Section 25 of Itds report. lite Bios
requires special Inspection In accordorm with Chapter 17 of
the UBC. The special Inspector std t bmw the Instatlaobm
and record the product descrWm nerns. dimernions. and
steel thickness; faster type. diameter and : wood
sheaVft and batten drmensionw, and veri11 r, i of the
cornimmil and file moa in accordance with flus
report. The special itapador sliarll be a quaffed person in
accordance with Section 17012 of the UBC.
2.7 IdenHflcallan:
A label tx3wh the mmulbCkOWS narra MOM Building
Produrcts Ltd.) andaddrm;sand i#rer reportmurrber
(ER -447) is affixed to each pallet or bundle.
3.0 EVIDENCE SUBMTED
Data In accordance wM the ICC -ES Aw.eptwm Criteria for
k4stal BootCoved (AC166), dated November MM, and
a quality control manual.
4.9 FINMNGS
Thatttae Della Building Products Lid. aftel and aluminum
rocltirrg pante dmmribed in 411: report comply with the
1997 UnMwm BaHdfng Codi =. subject to Hue following
asarndmom:
4.1 The panels are manufacUned, iderdttied and
hudaned in accordance w Uh this report and the
mart 's Instructions.
4.2 lbsiaflatim Is by installers approved by the
r fackm.
&3 Msbfla§m Is limited to wind expasum areas
described In Section ZS of this repart
4.4 BwrIw materiels deserI6ed M See6iom 2.2.6 of this
report bear the label of an approved huspeatiom
ager y as belt meted for roof classification.
TMs report is subject to re-examination In two yea m.
'TABLE 1—JININD UPLIFT
PANIL TYPE
SHL43HBlW
FASIENIM
ALLOWABLE
ALLOWABLE LOCATION BASED ONVIVID
PAYEES
UPL¢TCAPACUY
UPLWFCAPAC=r°
(til
Wird Speed
Bum Hd9M
E ximm e
FMft*nd"
PL)
Deice Hidden Fastener
Sod
see p4m 56
65
so
40
C
Tat Panels
Pe0erm 2
Dells Ficklem Fawner
Slwed
See Rgure 5.
I
92
so
40
D
Telt Panels
Pattern 2
Deity Hidden Fastener
Sold
See Eigiee 5,
53
so
30
C
Tole Panels
Pa3em 1
For St 1 ad = 0.0479 kNkFe.1
moh =1.61
RML 1 kch = 25.4 nwa
'3o dmftVismt*m nlirkc 4hickp r+r WdWWMM oedslsaIdngismindm►ae14*4Douglasftrkffciwhsvengantlndngaespecft
OMVIIyy of 051.
rF shmersa t are desaled in Section 22-3.
3Ailrmable mbbasedanmearnbtsMMheWtof40tee(12192mem),inarenefdsoxftwit esdeft redfnFoofty t4ofUBCTable16-H,
end impoibwct factor equd to 1.
Page 4 of 6 MAW
el. 0.12
,me road
(+4R123i
�--- -- ,s--- .. Ridge Cap
t/2" t/attay t/=
10 f/2 t0 t/Z'
t. t..
Lz, j ««� -
Standard Ttle Screw Faaiening Pallorn
2.Sa'
(+1 ones
Iklto Ilidden ta. ul= Tile
CK-Wiop
Cants*
Ceueee
Cwri ~
FIGME 2—PANEL ATTACHMENT OWARS
{,•d e6S=OT 90 Sa des
Page 5 of a ER -5447
rri+ti I
Gable Length Oyer 21'
Porrols Split
/!3
4 2
7 S 7
Gable Length Under 21'
F161M 2 ---PANEL ATrACFMM DETA LS (ConftueM
Square Outer Gable
Wec.•r.-a
u
Ridge/HiptSip
Qips
I
Valley trim
FIGURE 3—TYPICAL M.4TAL1ATKM DETAMS
underlayment